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HomeMy WebLinkAboutSummer Lake 1 & 2, Phase 1 & 2 ii --iii 12,4- -f-P\--. _1--'0:----- 20\1-1-1\lioiic2R" _...i....„3 ;_i 4.5:1A._ Lille;....1‘____64_;,:a_ : s: _ & ti:: : - -'A--- ... a .i. . . .. . sd \ ....: . , - —22---- 21-- zer. ---191 - - 7--lta5 — - -17 - - - - 1-&-,-- __>,..1, .......___\ -1'tvt-4_)( 2___" L i 6II A --mill -----:I KWr&Lite,:=4,_6 V • .------- f_ ----- . 4 ____--------_,, 114 t --it-- . . . \ _,„.. _-_J-- _ /- -,... 0 m-J-L-raa,1-4-w4 Y 42 - - x • _.,_ . - . . 4.. 44 4 s 47 : _ 46 -_-- -:--- --- ....,_. \ 71-0 - fIN sir o , ..... 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(Pz ti q ',tits 7) ------ 1 ts,t__ _-(t 1,-,.,t; .4titi KA-J-y,---2" TIGARD WATER DISTRICT _f V-.:_-_:-.:::. i _.! i _-1 13-,e .- I KI- CoKt4g5f.- -m ._frv.,-___R___B- . x..________ ___ ___ _. ,. 8841 SW COMMERCIAL STREET •TIGARD, OREGON 97223 TELEPHONE (503) 639-1554 ,<aD PRO/C.4131 __, ...3‘ 4,GIN,e4, (Paz. WATER PROJECT , ., 7149 S -e-se AM ART' _470 Nii jA_,. ,!,-g r \ , .. . , - 10F.N1 , --- - -P1-1_A_. 51_ f• 494, v,,•\'''\ RI- E. S - Robert E Santee, P E Administrator ...,-- Scale. 1"'11_,54,_1.1.1._ii2__:10. 1 a a::"_. -- 1-.4.71,P I 41 '4\ 1 l?' _,el- -- 124, - e5e?5 , ®�� 1 7 p.,...,„____ , , , ,,,„ ,,,„,, ‘4, , ,,,,, _ _ , ,, , _,„, cq ,... , . , „ ...z , „ ...._ _ __, Lo _, I 1\44?-1,111,14 --------- V 2 00 al m L iN*---5-41_f.,-1--- - H Item VI61 NI rry mAP 1 MATERIAL LIST "- -- t Item Quantity 116" TJDI pipe (Class 52) 830 feet 0 8" TJDI pipe (Class 52) 800 feet 6" TJDI pipe (Class 52) 1,100 feet UX 4" TJDI pipe (Class 52) 300 feet > . i ____cn_ CONSTRUCTION NOTES 116" MJ butterfly valve 2 each 14' 1,16" MJ x 8" MJ cross 1 each a6" MJ x 2" IPT plug 1 each 1. Notify Tigard Water District prior to commencing construction. 8" MJ butterfly valve 5 each 8" MJ x 6" MJ cross 1 each 2. All work shall be in accordance with A.W.W.A. standards. 8" MJ x 6" MJ tee 2 each , 8" MJ plug 1 each ; _94 3, _A11 work will be_ inspected and approved by Tigard rater District - -8" NJ x 2" ,IPT=plug 1 each , 1_ ' ' _ - _ 8" MJ bend, As required 1.,_ 4. Fire hydrant assembly consists of 16" or 8" or 6" MJ x 6" Flg tee, 6" MJ gate valve 5 each 6" Flggate valve, F1 x F1 spool, if necessary, 6" MJ tee 1 each ) g g p , and Pacific States fire hydrant, 54" MVO, 3-port (2 - 22" NST hose connections, 6" MJ x 4" MJ tee 1 each 1 - 4 2" pumper) , 6" Flg connections, 1 2" Pent Opr Nut, open left, 6" MJ x 2" IPT plug 2 each �'�CID color: yellow, traffic model. � 6" MJ bend, As required � �.�� I 0 , 4 MJgate valve 2 each �� ��� �V 5. Each fire hydrant shall be installed upon a pre-formed concrete !D I � � '� � � � � block with 1 Z cubicyards of crushed �-" 6" PE x 4" MJ reducer (SEB) 1 each �h���� �`�,� �' 1 a drain rock. Tar paper 4" MJ x 2" IPT plug 2 each 4, e0'c ty ,°��, 191, will be laid on top of drain rock to separate rock from earth 4 each �� � 'eo ����'�� 4J cover. Fire hydrant assembly Y '- e I COST ESTIMATE 6. Poured concrete thrustblocks at least 8 square feet of- bearing 1 �� ., id. .� ,h� S surface at each tee, bend, and blowoff location. g� rGr 4� y� Item Cost 7. 36" of 3/4" minus gravel cover for all mains in streets and drive- r - °a�� ', �T° �� ways. Otherwise, 36" of earth cover. 830 ' of 16" D.I. @ $40/ft $33, 300 �® �oF � / ' :S 8. All sewer lin s 1,100 ' of 6" D.I. @ 18 ft 19 800 4tiY sanitary e 10' laterally or 3 vertically of water $ / �i49 l 0,9 604 mains shall be encased in concrete 6" thick 10 ' from crossing. 300' of 4" D.I. @ $12/ft 3,600 �'/ ��$l�% Wh8re crossings are necessary, they must be made at approximately 4 fire hydrants @ $1200 ea 4,800 i � // ae s�`�!� 90 with at least 18" separation below water main. 4 rI Total: $80,700 45 G<)- 16 %9 ,`�v 9. Mains shall be tested at 150 psi for 1 hour. Static pressure = �F�7. E. S 95 psi. Individual pressure-reducing valves will be required on CONTRACTOR'S BID (ESTIMATE) the customer side of each meter for all home sites. Cost of these P-R valves will be included in the price of each meter and Constractor' s bid $68,400 will be installed by the water district. TWD: 18% overhead and engr 12, 300 1 �r ���- 10. O. S. B. H. bacteriological tests required. I Total: ' $80,700 IA 11=-i Cr, C LNG _ ', 11. All curbs must be in place prior to installing water mains. METERS (EXACT COST) W 12. TWD will install all copper services prior to blacktopping of PP g 3/4" , including P-R valve $ 775 ea. 1-- -- - ---- TIGARD WATER DISTRICT streets. Meters will be installed by the district upon individual request for same. --- -- - --- - - 1 I 8841 S W COMMERCIAL STREET •TIGARD, OREGON 97223 13. Upon completion of installation, contractor will advise TWD of TELEPHONE (503) 6391554 total construction costs to which will be added 10% for district inspections, water loss, overhead, administration, sampling, etc. , WATER PROJECT and 8% for engineering, including permits, intersection maps, __ 0-5-4 1 { ,�56 r AMA - A K400 "as-built" drawings, etc. T� El r-� A �.- i - �ry �T ==li !_ _� PHA Robert E Santee, P E Admistrato XI m Scale.Li=_ 1 ___.1 .JUI )5 z,2 4otip! f _ . ..00 too-- __ — __ _ ___------ ____ _100__ ----- ---3-00----- -- too_ _ 4,00---- :-_ --7 _ — --- - ,-, gOs-9-----------____ ---( - __ , , , , , , ... -) ----------- ------ - ____ ,.....„,„..___..... -N-4-- - --- - _.---------- / ... -- _------- 11,16111!___ 4iiihhibs_ ,. .I A --- ,,.-------- ....."4'.7 , ----- -----:-_---2---L---i- - , % , ,,.... t\ ._-----:------- lib." 17Ra-J -6_,r-.- .,,..._. ......_ ....,....._ , ,,, _.- --A-fir--__-_-7----7- — itv_ c,„-- - .. . ..-------- 1 ‘ tq 20 ? i ? \ - - \ hi '4 , 1 . > 4" IVO g , g csotg 1 ) . I . •,.....- / - IN__41AS,_-13 ii- 13 50 QS_ h6‘k I ej / -..; I \A PIA kse ___., if 113 . --- ---1--- ,__ rs -- 11 L I_ . I- tri tO ;7 LI4 . ' - - _1 a one- •1 :A af I i t L , • Record Drawing ---Tvib eco-01 t -, _ \--: gik-- This Record Drawing is made available by the City of Tigard as a public service . The material contained within this Record Drawing;s for reference purposes only, , and the City makes no representations,warranties,or guarantees I , 71 of the accuracy of the material. —— , _4...,--..-..: •• 49 _ 1 / r 0 Approved By: - lit .14it , 0 71 "I I ' .... , ,„.5, —I — \1 ZgIL--- F A: . I \ A.,<<" 0 _ _ 67*(1-47_k_I -___S_ _il_ t1?1 14 114 1\-tet 0 ---_-_ A 6.__ i_e,P7_ --_--14a. 114-‘20w-_____ 5,i:,,ID_42 _ TIGARD WATER DISTRICT is wl-tr arz-- \S) i- • .... ,..._______...,„,____ _ ___ QV,.11i.:012KIVIEVE.Mia....... .sos.sescaLM.-- 8841 SW COMMERCIAL STREET •TIGARD, OREGON 97223 _,4 TELEPHONE (503) 639-1554 __Ii :: 1 WATER PROJECT i ____( 6 i V.): I Robert E Santee, P E - - Adrrilmstrator Scale_j_i__-% ,V;.t.! _ 7_I_:::-1 — 5 2 tot-ki '- "Ps:-W --- -- - '1 __ —EcIEWW.111111111111ir-^--- IZ _ ________________ ____. _ ______ _ r ..., ,... , \ i i -.....„. .....,___ , i ........ .__._ / \ \ N / —__ •ki- I I ! s , K\ N I C:3 I '---.. C's4 -....._.,. --,. N N I \ N ts— .. -.... ,, 131t) "--,,,, lir / / ,,____ ,..........L.,......._.s.....,,, // ''''''' '-''''N'')///' / i 4, i fP 1 r ---/— — ----,..._ 0 ..... i ..... _ --. - ------.7W,4- 6 P i 14-6 1:. 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Ir ' I ,• i 1-- ./ '4., 1 / i. / / M Ji 1-6 at- -- . / i / i ---e./ /z 1 i OA ------ r 1 / 1 r L.; f-------__ --__ _... / .q. ..:., ,...-. -1 ..,,...., ..„•_ , ....,••••• i i / [---------------- / ii .. .,_. , • -, .: . TIGARD WATER DISTRICT 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223 F- 1 TELEPHONE 1503) 639-1554 I WATER PROJECT 4,i t,t,5 4 O h5 Ni , Pr4V6 0., , . Robert E. Santee, P.E. Adrninistiator , .. Scate. 1"--= 4-01 10 cie 150 i/V i SOUTHWEST OFFICE SI.11,1-Y i 1-4 / - -- 2 - _3S • - - - tea' 4I - AZ .` � tr 114�l'rA�� Lc" M J x �Rd`�F'" 6/.../ p__LIJ4--t ic,-_. to-- -4,0. 1-1 -... -- - - 141 \7 ___ x _ rr 4, - ---4`• -ql-..., ---61-b5- P- ‘1\--4 l'i< iiii \.1 ) it '''',',' , - e,t-Itcle:---f-,-,re, _ 82/ _oos-r-e" 12tAk:___..-__:. --......„, - .,€› droii: ,,.... .. 0 , , , ,_ ,, ...„,,,,.....,.. , ...,....,„.,, , . , di. . ..,?,-, 4. , , ( , v, / (id,/ ..., c _-- / , _, . -(b- , -,,,,,...., _73._ , . 4/1/ 7.1111: 44414,01,:-.10, i . , i 6,2_ 6 t 60 0-- _:„.J.AMAVe:ezcVl IVUT______ '''' 13 ;c5?4,,, , C'k' / // ' t--- {---/--, in :�` c / ` f' 1 ►� 4S -4 4-1 - _-- - - - tom,° `,N / / -5I _.-_ 53 .__._._ iti kit t ., / / C F • f . / 1 " �I �.�_ cl )1101`r- .--- --- _ i -:Ji°,->: 4401111111111141-- ..., .... ..... _ m_,,i_fmriztg-ilerst...--_- ---- - / ' - __-. - , ____...,,_,L._„--- p_,„.t-,-..,_________ _ _ , . * _. -- / 484 _ y. 1 : :, _ ,-_-----, :11-io --_----,:i- _ , c:, :x2- e 1.-- - - - -— et _ - -tom id.: _ pia --rx-vif- ::1-4 _ ,. -az:' - L . ,__ ___05-aftegajw_. _ vc.,i il =- �l 1, A -,gam I a 1-0 --- - - / _ . .jll_ 8._*_fiE _ 18't-p 1-- `' jEra---1 1 .11..1.410;.1;t3 - -- • ' ___ 6 _, <, i ,, , --.,, „,,,. _....:, _t_t_ _____ _ .......1, _ __0_ --iat ' "k'Vl. .. , 511/ / _ = _ z ..i. / // - ( I t� try / 1d f---- f...„...„....„/ ,...ir;,- -0,0,°‘„‘„ee.ci,,,,,,,,zis-ces,:0446::::es s,i -27 4 ke `ad �P� cep .a4 \ _ - ARD WATER DISTRICT ��, ,��c Sao a>�eto -t� _ T1 C ivot k02t O: tie m �j -(0 �c c,ac,y®{ t 041 :- `S O f h&Ft(1 8841 S W COMMERCIAL STREET •TIGARD, OREGON 97223 -iOee' � f-3N \��GIN.a, TELEPHONE (503) 639-1554 �r3S{�� .%� �b , 7149 ` ' p.00 Ate � ' ` WATER, /P�R,OlJECT Ell EtSr Robert E. Santee, P E. Administrator 40 Scale- 1 II_ 1 I llsfes. _ LRI6 SOUTHWEST OFFICE SUPPLY 1 _ _ —_ II _tO - =1� - -ft it�� � , Q om ii___ ��_ _ % ' hir...1 6 6_____________ , k. ... --Eif.-:_g WI:.rx.--:_,_ ,,_i `ALVFit - - I Tar roil- t , Aekl /////i 17/ /s... .‘.%....N. N.,. ---'1L-- , v f , , 4*‘.Y r''''''.'''''ft.. CONSTRUCTION NOTES: " ' 1. NotifyTigard Water DistrictAll curbs must be i>z g prior to commencing construction. place prior to installing water mains. / __,__,____,______- , 2. All work shall be in accordance with A.W.W.A. standards. :" � r 1.4 1.1 6. -1--i-122-- 1e-i,r ' 3. All work will be inspected and approved by Tigard Water District. 6N17 F2P6Ufa-- :::::-: :-- N. 4. Fire hydrant assembly consists of 12" , 8" , or 6" MJ x 6" Fig tee, 6" Fig x MJ gate t, valve, 6" MJ x MJ holding spool, and Modern Mueller Centurion fire hydrant, A-442, 6" NJ, 5 4" MVO, 3-port (2 - 2 2" NST hose connections, 1 - 4 a" NST pumper) , 1 Z" Pent '� Opr Nut, open left, color: yellow. u — ' J z<:0V , 5. Fire hydrants shall be installed upon a pre-formed concrete block with 12" cubic yards vle, of crushed 1z" drain rock. Tar paper will be laid on top of drain rock to separate I ;.\ rock from earth cover. ,\ ti 6. Poured concrete thrustblocks at least 8 square feet of bearing surface at each tee, - bend, and blow-off location. 1 I. 7. 36" of 3/4" minus gravel cover for all mains, except through easement areas. 8. All sanitary sewer lines 10 ' laterally or 3 ' vertically of water mains shall be encase in concrete 6" thick 10 ' from crossing. Where crossings are necessary, they must be : made at approximately 900 with at least 18" separation below water main. 1 I. 9. Mains shall be tested at 150 psi for 1 hour with a maximum loss of 5 psi. Static pressure = 85 psi. Pressure-reducing valve will be required at each meter location, installed by Tigard Water District and included in cost of each meter. ilt---01 mica' 10. All pipe and fittings will be cement-lined. Pipe will be ductile iron, Class 52 . p� .. � e y �rreferenCeP fsp g p igc��rarltees11. Tigard Water District will install all copper services prior to blacktopping of streets \IIEEEE \ r>�Meters will be installed by the district upon individual request for same. j?>12. Upon completion of installation, contractor will advise TWD of total construction coststo whicn will be added 10% for district inspections, water loss, overhead, administratii�z, �ie f, sampling, etc. , and 8% for engineering, including "as-built" drawings, intersection map), updating master map, etc. 4--- - f- _._ . �j Pi kcc\-pi TIGARD WATER DISTRICT ��,7t�9 4....? ue 8841 S W. COMMERCIAL STREET •TIGARD, OREGON 97223 TELEPHONE (503) 639-1554 y 0 �� �� WATER PROJECT Robert E Santee, P E Administrator Scale ►_II._=._44�. _'___.___._ ta. Ta.6-__.-_u=_ --L- I SOUTHWEST OFFICE SUPPLY III • .. • /���� nw•+ ,,Y:r'',,+"Kl- i-+, .. , w'P"i '7�c' 1'•1°.,�,''n: ..t: •>.• •n n h ;y. �.• r.trf •.i .1::,:;r.. •n4 ''u,h •✓„ • - „ I i t , •• .,-.. w, „ y -. ».,, . '. • at1 r h 'd v.►c.'t J .""+ 6 +t •r . •. ,I L..e ;,, . •,,, Ma+, w, l. '.+d .xr 9 ,. . . ...... .. .. p .. .. ., 1 s.ai .. .. s, ��s � ...r. '� a.., , I•.., 1 ., .. ,.. 1 M1 N •. r .,y. .�'•"!•�'„�,. !V"'!"', - r �.e n ,,A. i r �S'r .I ,+e•.:r n ry n•�u ,.o "�f�e f •. :+.f. .� r r, rJ'. �+. rod' "•Y 6 r r.. y vt, '� >NlL• »,•. . . '-r -a•r,+..' 't. .� •,'' 'i a -r;y"Y9+u'.•i1CP.if ..M1? ..•� { w l ;�", St 1, v., I. 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